A review of field performance of stone columns in soft soils

BA McCabe, GJ Nimmons… - Proceedings of the …, 2009 - icevirtuallibrary.com
The behaviour of stone columns has yet to be captured fully by analytical and numerical
techniques, and predicting column behaviour in soft cohesive soils brings specific …

Load-settlement behavior modeling of single piles using artificial neural networks and CPT data

FP Nejad, MB Jaksa - Computers and Geotechnics, 2017 - Elsevier
Pile foundations are usually used when the conditions of the upper soil layers are weak and
unable to support the super-structural loads. Piles carry these super-structural loads deep …

Pile groups under axial loading: an appraisal of simplified non-linear prediction models

BB Sheil, BA McCabe, EM Comodromos… - …, 2019 - icevirtuallibrary.com
The settlement behaviour of vertically loaded pile groups has been the subject of an
extensive body of research over the past two decades. In particular, this work has identified …

[Књига][B] The engineering of foundations, slopes and retaining structures

R Salgado - 2022 - books.google.com
The Engineering of Foundations, Slopes and Retaining Structures rigorously covers the
construction, analysis, and design of shallow and deep foundations, as well as retaining …

Distributed fiber optic sensing of axially loaded bored piles

L Pelecanos, K Soga, MZEB Elshafie… - … of Geotechnical and …, 2018 - ascelibrary.org
Instrumented pile tests are vital to establish the performance of a pile and validate the
assumptions made during initial design. Conventional instrumentation includes vibrating …

Prediction of ultimate axial load-carrying capacity of piles using a support vector machine based on CPT data

A Kordjazi, FP Nejad, MB Jaksa - Computers and Geotechnics, 2014 - Elsevier
The support vector machine (SVM) is a relatively new artificial intelligence technique which
is increasingly being applied to geotechnical problems and is yielding encouraging results …

The equivalent pier method for energy pile groups

AF Rotta Loria, L Laloui - Géotechnique, 2017 - icevirtuallibrary.com
This study presents a method for estimating the average vertical displacement of energy pile
groups subjected to thermal loads. The method consists of replacing any regular energy pile …

Measured and predicted response of pile groups in soft clay subjected to cyclic lateral loading

S Basack, S Nimbalkar - International Journal of Geomechanics, 2018 - ascelibrary.org
Major offshore and onshore structures, including transport corridors and high-rise buildings,
resting on soft compressible clays are often supported by pile foundations. Apart from the …

CPT-based axial capacity design method for driven piles in clay

BM Lehane, Z Liu, EJ Bittar, F Nadim… - … of Geotechnical and …, 2022 - ascelibrary.org
There are clear advantages in the establishment of reliable, direct cone penetration test
(CPT) based methods for assessment of the axial capacity of driven piles. These advantages …

A semi-analytical solution for consolidation of soft ground improved by locally permeable pipe piles under time-dependent loads

Y Duan, W Wu, T Wang, W Yang, C Qiu… - Computers and …, 2023 - Elsevier
Excessive pore-water pressure in soft soil can compromise pile bearing capacity, leading to
foundation failure and posing a risk to structure stability. Hence expedited dissipation of …